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WATERSHED
MANAGEMENT AND
DEVELOPMENT
CONTENTS
 Watershed and its importance.
 Watershed management and its objectives and
  perspectives.
 Approach for watershed management.

 Geological aspects- natural resources and hazards.

 Watershed and drainage patterns.

 Individual contributions towards watershed.
WATERSHED
 A WATERSHED can be defined as a geo-
  hydrological unit that drains to a common point by a
  system of drains. All lands on earth are a part of
  one watershed or another.
 The words watershed ,catchment ,basin, drainage
  area, are synonymous , and in Indian
  usage, pertain to an area and not a line.
 The terms micro, mini, sub-watershed or any other
  variation of the terms indicate hierarchical division
  of the watershed of a stream, river or a drainage
  line.
IMPORTANCE OF WATERSHEDS
 Watersheds sustain life, in more ways than one.
 According to the Environmental Protection
  Agency, more than $450 billion in
  foods, fibre, manufactured goods and tourism
  depend on clean, healthy watersheds.
 Healthy watersheds are also important for the very
  sustenance of human life
WATERSHED MANAGEMENT
 Watershed management is defined as the process
  of formulating and carrying out course of action
  involving manipulation of natural, agricultural and
  human resources of a watershed to provide
  resources that are desired by and are suitable to
  the watershed community
 The watershed management and exploitation
  should not have any adverse effects on soil and
  water resources
 It is an integrated and multidisciplinary approach.
OBJECTIVES OF
WATERSHED MANAGEMENT
 Protecting, conserving and improving the land
  resources for efficient and sustained production.
 Protecting and enhancing water
  resources, moderating floods, reducing silting up of
  tanks/reserviors, increasing irrigation and
  conserving rainwater for crops and thus mitigating
  droughts
 Utilizing the natural local resources for improving
  agriculture and allied occupation of industries so as
  to improve socio-economic conditions of local
  residents.
PERSPECTIVES OF WATERSHED
DEVELOPMENT
 HYDROLOGICAL ASPECTS
 ENVIRONMENTAL ASPECTS

 SOCIO-ECONOMIC ASPECTS

 FINANCIAL ASPECTS

 ADMINISTRATIVE AND POLITICAL ASPECTS
HYDROLOGICAL ASPECTS
 Hydrological behaviour of watershed is influenced
  by watershed conditions.
 The watershed treatment and management
  practices alter the slope and roughness
  characteristics of the watershed management and
  tend to reduce the surface flow and the peak flow
 The management practices also reduce the rate
  and quantity of the sediment erosion and their
  transportation resulting in lower delivery of
  sediments into the reservoir
 These measure effects flood control, soil moisture
  conservation and land use.
ENVIRONMENTAL ASPECTS
 Development applied locally for developing green
  foliage, enriches environment globally in due
  course of time.
 The local measure of micro-scale watershed
  development would have cumulative effect on
  environment when considered on a large basin or a
  global scale
 Reduced onsite erosion and enhance in a well
  managed watershed also improve the natural
  ecosystem
SOCIO-ECONOMIC ASPECTS
 In achieving the true objective of watershed
  management, the viewpoint of individuals and
  communities, who live in the watershed should be
  considered.
 The socio-economic factors also determine the
  motivation of farmers to make necessary
  investment of labour and capital in watershed
  development.
FINANCIAL ASPECTS
 The projects can either be fully funded by
  government or NGOs or in case of the development
  the participating families may be required to
  contribute a predefined percentage of cost for
  individual works and for community work.
 The unit cost for watershed development normally
  range from Rs. 4500 to Rs. 6000 per hectare
  depending on nature and location of the watershed.
ADMINISTRATIVE AND
POLITICAL ASPECTS
 Watershed management requires close
  collaboration of various planning and implementing
  agencies to achieve full benefits of the programme.
 Planning should only include those
  measures/activities which are acceptable politically.
APPROACH FOR
WATERSHED MANAGEMENT
AND DEVELOPMENT
 People’s participation is the key to watershed
  development programmes.
 While the main development activities have to be carried
  out by the watershed community itself, the overall
  facilitation, coordination and supervision of the whole
  programme will be responsibility of a PROJECT
  IMPLEMENTATION AGENCY (PIA).
 The whole setup for the watershed management follows
  a hierarchical approach.
ORGANISATIONAL SETUP
   District Watershed Development
          Advisory Committee
   Project Implementation Agency
      Watershed Development
              Team
      Watershed Development
            Community
        Village Development
              committee
STEPS FOR PREPARATION OF
INTEGRATED WATERSHED
MANAGEMENT PLAN
Preparation of watershed development plan includes two
main steps:
1. Identification of watershed problems and setting up of
   objectives and priorities based on various surveys of
   watershed.
2. Formulation of proposed development and
   management plan.
GEOLOGICAL ASPECTS OF
WATERSHED MANAGEMENT AND
DEVELOPMENT
                     SOIL

          NATURAL
          RESOURC   WATER
GEOLOGI      ES
  -CAL
ASPECTS             EARTHQUAKES
          NATURAL
          HAZARDS
                        FLOODS

                        LANDSLIDES
SOIL
   SOIL PROPERTIES: PHYSICAL
                 SAND      SILT         CLAY

    POROSITY     MOSTLY    SMALL        SMALL
                 LAGRE     PORES        PORES
                 PORES     PREDOMINAT   PREDOMINAT
                           E            E

    PERMEABILI   RAPID     LOW TO       SLOW
    TY                     MODERATE
    WATER        LIMITED   MEDIUM       VERY LARGE
    HOLDING
    CAPACITY
    SOIL         SMALL     MEDIUM       VERY LAGE
    PARTICLE
    SURFACE
 SOILPROPERTIES:CHEMICAL
                     VARIES FROOM 0 TO 14
      pH             (ALKALINE /ACIDIC
                     /NUETRAL SOILS)
                     EASILY LEACHED OUT
      CHEMICALS      (Chlorides and Sulphates,
      AND ELEMENTS   followed by Calcium,
                     Sodium, Magnesium and
      PRESENT        Potassium)

                     RARELY LEACHED
                     (Silicates and Oxides of Iron
                     and Aluminium)
WATER
   In case of water we consider water quantity and
    water quality, where water quantity is imp to
    prevent floods and water logging, the concept water
    quality is important to delineate the uses for which
    water can be used from a given watershed.
 WATER PROPERTIES:PHYSICAL
  Formula: H2O
  Density: 1,000.00 kg/m³

  Molar mass: 18.0153 g/mol

  Boiling point: 99.98° C

  Melting point: 0.0° C
 WATER PROPERTIES: CHEMICAL
  Chemically pure water should have only hydrogen
   and oxygen.
  The water we use for daily purposes has a variety
   of other elements like Iron, Magnesium etc. but
   these elements should be under permissible limits
   prescribed for any purpose like drinking, agriculture
   etc.
  Water should be of neutral pH, but presence of
   certain salts may make it acidic or basic.
SOIL AND WATER
CONSERVATION MEASURES FOR
WATERSHED TREATMENT
    Soil and water conservation measures to be employed
     depend on the purpose for which the land and water is to
     be used. There are two broad categories:
1.    SOIL AND WATER CONSERVATION MEASURES
      FOR AGRICULTURAL LAND.
2.    EROSION CONTROL MEASURES FOR NON-
      AGRICULTURAL LAND.
SOIL AND WATER CONSERVATION
MEASURES FOR AGRICULTURAL LAND
 Contour bunding.
 Graded bunding or channel terraces.

 Bench terracing.

 Grassed waterways.

 Strip cropping

 Mulching

 Sub soiling
CONTOUR BUNDING
•   Contour bunding consists of constructing narrow-based
    trapezoidal earthen embankment at intervals along the
    contour to impound run off water behind them so that all the
    stored water is absorbed gradually into the soil profile for
    crop use.
•   A series of such bunds divide the area into strips and act as
    barrier to the flow of water.
GRADED BUNDING
These are constructed where the excess water is to be
removed safely to avoid water stagnation. In these
water flows in graded channel constructed on the
upstream side of the bunds at non erosive velocities
and is led to safe outlets.
BENCH-TERRACING
•   It is practiced on steep hill slopes ranging from
    16-33%.
•   Bench terracing which involves converting the
    original ground into level step like fields
    constructed by half cutting and half filling, helps in
    considerably reducing the degree of slope
GRASSED WATERWAYS
•   These are associated with channel terraces for safe
    disposal of concentrated run-off, thereby protecting
    the land against rills and gullies.
•   A waterway is constructed according to a proper
    design and a vegetative cover is established to
    protect the channel against erosion because of
    concentrated flow.
STRIP CROPPING
•   Strip cropping consists of a series of alternate strips
    of various types of crops laid out so that all tillage
    and crop management practices are performed
    across the slope or on the contours.
•   Strips of erosion –permitting crops are always
    separated by strips of close growing or erosion
    resisting crops .
MULCHING
•   Mulching of open land surface in a cropped area is
    achieved by spreading stubble trash or any vegetation.
•   These are used to minimize splash, to prevent soil from
    blowing or being washed away, to reduce
    evaporation, to increase infiltration, to control weeds, to
    improve soil quality and eventually increase crop yield.
SUB-SOILING
•   This method consists of breaking with a subsoiler
    the hard and impermeable subsoil to conserve
    more rain-water by improving physical conditions
    of the soil.
EROSION CONTROL MEASURES FOR
NON-AGRICULTURAL LAND
 Contoured and staggered trenches for hill slopes.
 Gully control.
CONTOURED AND STAGGERED TRENCHES

•   Suitable erosion control in hills
•   Adopted for hill slopes >20%
GULLY CONTROL STRUCTURE
 Gully  erosion usually starts as small rills and
  then develops into deeper crevices or Ravines
  in extreme cases.
 it can be controlled by check dams which may
  be permanent, semi-permanent or temporary
 Temporary check dams are usually made up of
  brush wood, wire and poles or loose rocks
 Semi-permanent check dams can be earthen
  dam, Gabion structure etc.
 Permanent check dams are concrete and
  masonry structures
GABION STR        WOVEN WIRE




       SPILLWAY
NATURAL HAZARDS
 FLOODS.
 EARTHQUAKES.

 LANDSLIDES.
FLOODS
 The management of rainfall and resultant run-off is
  very important to control floods and found to
  depend on watersheds.
 Due to floods, the plains have become silted with
  mud and sand that affect the cultivable
  lands, watershed management thus helps to reduce
  the rate and quantity of the sediment to be
  deposited.
 The excess runoff from streams during monsoon
  can be controlled using techniques like check
  dams, percolation dams etc.
 This results in mitigation of floods, recharge of
  ground water which can be used during times of
  drought.
PERCOLATIO
  N POND
EARTHQUAKES
 While developing a watershed the zone of hazard in
  which the area falls must be kept in mind.
 If lineaments such a folds, faults, joints etc. are
  more at a place (where watershed is to be
  developed) then the area is more earthquake prone
 The structures developed must be earthquake
  resistant if the area is in a hazardous zone.
EARTHQUAKE PREPARATION
 The objective of earthquake engineering is to
  foresee the impact of earthquakes on buildings and
  other structures and to design such structures to
  minimize the risk of damage.
 Existing structures can be modified by seismic
  retrofitting to improve their resistance to
  earthquakes.
 Emergency management strategies can be
  employed by a government or organization to
  mitigate risks and prepare for consequences
LANDSLIDES
 A landslide is a geological phenomenon which
  includes a wide range of ground movement, such
  as rockfalls, deep failure of slopes and
  shallow debris flows.
 Although the action of gravity is the primary driving
  force for a landslide to occur, there are other
  contributing factors affecting the original slope
  stability Typically, pre-conditional factors build up
  specific sub-surface conditions that make the
  area/slope prone to failure, whereas the actual
  landslide often requires a trigger before being
  released
LANDSLIDE PREVENTION
                    REDUCTION
                    OF PORE
                    WATER
                    PRESSURE
                   INCREASE
                   SHEAR
                   STRENGTH OF
                   SLIDING SURFACE

           CONTROL
           WORK    PREVENTION
MECHANICAL
                   OF SOIL
COUNTER-
                   EROSION
MEASURES
                   REFORM
                   SLOPE

                        PILE
           PREVENTIVE
           WORK
                        ANCHOR
WATERSHED AND DRAINAGE
PATTERNS
 The drainage patterns have effect on watershed
  development as they decide the type of
  sedimentation processes the quantity of sediments
  and water.
 The drainage patterns also give idea of lithology
  and relief, eg. the development of dendritic to sub
  dendritic drainage in the watershed indicates the
  area of massive rock types, gently sloping to almost
  horizontal terrain and low relief
 It has been suggested that the parallel drainage in
  Deccan Basalt terrain is initiated due to the step like
  nature of the Deccan traps which is joined by
  subsequent lateral ravines giving a sub-parallel
  pattern (Dhokarikar, 1991)
SINCE EVERYONE IS A PART OF
WATERSHED
 Don’t pour toxic household chemicals down the
  drain; take them to a hazardous waste centre
 Recycle yard waste in a compost pile & practice
  mulching.

   Adopt your watershed.
THANK YOU

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Presentation watershed

  • 2. CONTENTS  Watershed and its importance.  Watershed management and its objectives and perspectives.  Approach for watershed management.  Geological aspects- natural resources and hazards.  Watershed and drainage patterns.  Individual contributions towards watershed.
  • 3. WATERSHED  A WATERSHED can be defined as a geo- hydrological unit that drains to a common point by a system of drains. All lands on earth are a part of one watershed or another.  The words watershed ,catchment ,basin, drainage area, are synonymous , and in Indian usage, pertain to an area and not a line.  The terms micro, mini, sub-watershed or any other variation of the terms indicate hierarchical division of the watershed of a stream, river or a drainage line.
  • 4. IMPORTANCE OF WATERSHEDS  Watersheds sustain life, in more ways than one.  According to the Environmental Protection Agency, more than $450 billion in foods, fibre, manufactured goods and tourism depend on clean, healthy watersheds.  Healthy watersheds are also important for the very sustenance of human life
  • 5. WATERSHED MANAGEMENT  Watershed management is defined as the process of formulating and carrying out course of action involving manipulation of natural, agricultural and human resources of a watershed to provide resources that are desired by and are suitable to the watershed community  The watershed management and exploitation should not have any adverse effects on soil and water resources  It is an integrated and multidisciplinary approach.
  • 6. OBJECTIVES OF WATERSHED MANAGEMENT  Protecting, conserving and improving the land resources for efficient and sustained production.  Protecting and enhancing water resources, moderating floods, reducing silting up of tanks/reserviors, increasing irrigation and conserving rainwater for crops and thus mitigating droughts  Utilizing the natural local resources for improving agriculture and allied occupation of industries so as to improve socio-economic conditions of local residents.
  • 7. PERSPECTIVES OF WATERSHED DEVELOPMENT  HYDROLOGICAL ASPECTS  ENVIRONMENTAL ASPECTS  SOCIO-ECONOMIC ASPECTS  FINANCIAL ASPECTS  ADMINISTRATIVE AND POLITICAL ASPECTS
  • 8. HYDROLOGICAL ASPECTS  Hydrological behaviour of watershed is influenced by watershed conditions.  The watershed treatment and management practices alter the slope and roughness characteristics of the watershed management and tend to reduce the surface flow and the peak flow  The management practices also reduce the rate and quantity of the sediment erosion and their transportation resulting in lower delivery of sediments into the reservoir  These measure effects flood control, soil moisture conservation and land use.
  • 9. ENVIRONMENTAL ASPECTS  Development applied locally for developing green foliage, enriches environment globally in due course of time.  The local measure of micro-scale watershed development would have cumulative effect on environment when considered on a large basin or a global scale  Reduced onsite erosion and enhance in a well managed watershed also improve the natural ecosystem
  • 10. SOCIO-ECONOMIC ASPECTS  In achieving the true objective of watershed management, the viewpoint of individuals and communities, who live in the watershed should be considered.  The socio-economic factors also determine the motivation of farmers to make necessary investment of labour and capital in watershed development.
  • 11. FINANCIAL ASPECTS  The projects can either be fully funded by government or NGOs or in case of the development the participating families may be required to contribute a predefined percentage of cost for individual works and for community work.  The unit cost for watershed development normally range from Rs. 4500 to Rs. 6000 per hectare depending on nature and location of the watershed.
  • 12. ADMINISTRATIVE AND POLITICAL ASPECTS  Watershed management requires close collaboration of various planning and implementing agencies to achieve full benefits of the programme.  Planning should only include those measures/activities which are acceptable politically.
  • 13. APPROACH FOR WATERSHED MANAGEMENT AND DEVELOPMENT  People’s participation is the key to watershed development programmes.  While the main development activities have to be carried out by the watershed community itself, the overall facilitation, coordination and supervision of the whole programme will be responsibility of a PROJECT IMPLEMENTATION AGENCY (PIA).  The whole setup for the watershed management follows a hierarchical approach.
  • 14. ORGANISATIONAL SETUP District Watershed Development Advisory Committee Project Implementation Agency Watershed Development Team Watershed Development Community Village Development committee
  • 15. STEPS FOR PREPARATION OF INTEGRATED WATERSHED MANAGEMENT PLAN Preparation of watershed development plan includes two main steps: 1. Identification of watershed problems and setting up of objectives and priorities based on various surveys of watershed. 2. Formulation of proposed development and management plan.
  • 16. GEOLOGICAL ASPECTS OF WATERSHED MANAGEMENT AND DEVELOPMENT SOIL NATURAL RESOURC WATER GEOLOGI ES -CAL ASPECTS EARTHQUAKES NATURAL HAZARDS FLOODS LANDSLIDES
  • 17. SOIL  SOIL PROPERTIES: PHYSICAL SAND SILT CLAY POROSITY MOSTLY SMALL SMALL LAGRE PORES PORES PORES PREDOMINAT PREDOMINAT E E PERMEABILI RAPID LOW TO SLOW TY MODERATE WATER LIMITED MEDIUM VERY LARGE HOLDING CAPACITY SOIL SMALL MEDIUM VERY LAGE PARTICLE SURFACE
  • 18.  SOILPROPERTIES:CHEMICAL VARIES FROOM 0 TO 14 pH (ALKALINE /ACIDIC /NUETRAL SOILS) EASILY LEACHED OUT CHEMICALS (Chlorides and Sulphates, AND ELEMENTS followed by Calcium, Sodium, Magnesium and PRESENT Potassium) RARELY LEACHED (Silicates and Oxides of Iron and Aluminium)
  • 19. WATER  In case of water we consider water quantity and water quality, where water quantity is imp to prevent floods and water logging, the concept water quality is important to delineate the uses for which water can be used from a given watershed.
  • 20.  WATER PROPERTIES:PHYSICAL  Formula: H2O  Density: 1,000.00 kg/m³  Molar mass: 18.0153 g/mol  Boiling point: 99.98° C  Melting point: 0.0° C
  • 21.  WATER PROPERTIES: CHEMICAL  Chemically pure water should have only hydrogen and oxygen.  The water we use for daily purposes has a variety of other elements like Iron, Magnesium etc. but these elements should be under permissible limits prescribed for any purpose like drinking, agriculture etc.  Water should be of neutral pH, but presence of certain salts may make it acidic or basic.
  • 22. SOIL AND WATER CONSERVATION MEASURES FOR WATERSHED TREATMENT  Soil and water conservation measures to be employed depend on the purpose for which the land and water is to be used. There are two broad categories: 1. SOIL AND WATER CONSERVATION MEASURES FOR AGRICULTURAL LAND. 2. EROSION CONTROL MEASURES FOR NON- AGRICULTURAL LAND.
  • 23. SOIL AND WATER CONSERVATION MEASURES FOR AGRICULTURAL LAND  Contour bunding.  Graded bunding or channel terraces.  Bench terracing.  Grassed waterways.  Strip cropping  Mulching  Sub soiling
  • 24. CONTOUR BUNDING • Contour bunding consists of constructing narrow-based trapezoidal earthen embankment at intervals along the contour to impound run off water behind them so that all the stored water is absorbed gradually into the soil profile for crop use. • A series of such bunds divide the area into strips and act as barrier to the flow of water.
  • 25. GRADED BUNDING These are constructed where the excess water is to be removed safely to avoid water stagnation. In these water flows in graded channel constructed on the upstream side of the bunds at non erosive velocities and is led to safe outlets.
  • 26. BENCH-TERRACING • It is practiced on steep hill slopes ranging from 16-33%. • Bench terracing which involves converting the original ground into level step like fields constructed by half cutting and half filling, helps in considerably reducing the degree of slope
  • 27. GRASSED WATERWAYS • These are associated with channel terraces for safe disposal of concentrated run-off, thereby protecting the land against rills and gullies. • A waterway is constructed according to a proper design and a vegetative cover is established to protect the channel against erosion because of concentrated flow.
  • 28. STRIP CROPPING • Strip cropping consists of a series of alternate strips of various types of crops laid out so that all tillage and crop management practices are performed across the slope or on the contours. • Strips of erosion –permitting crops are always separated by strips of close growing or erosion resisting crops .
  • 29. MULCHING • Mulching of open land surface in a cropped area is achieved by spreading stubble trash or any vegetation. • These are used to minimize splash, to prevent soil from blowing or being washed away, to reduce evaporation, to increase infiltration, to control weeds, to improve soil quality and eventually increase crop yield.
  • 30. SUB-SOILING • This method consists of breaking with a subsoiler the hard and impermeable subsoil to conserve more rain-water by improving physical conditions of the soil.
  • 31. EROSION CONTROL MEASURES FOR NON-AGRICULTURAL LAND  Contoured and staggered trenches for hill slopes.  Gully control.
  • 32. CONTOURED AND STAGGERED TRENCHES • Suitable erosion control in hills • Adopted for hill slopes >20%
  • 33. GULLY CONTROL STRUCTURE  Gully erosion usually starts as small rills and then develops into deeper crevices or Ravines in extreme cases.  it can be controlled by check dams which may be permanent, semi-permanent or temporary  Temporary check dams are usually made up of brush wood, wire and poles or loose rocks  Semi-permanent check dams can be earthen dam, Gabion structure etc.  Permanent check dams are concrete and masonry structures
  • 34. GABION STR WOVEN WIRE SPILLWAY
  • 35. NATURAL HAZARDS  FLOODS.  EARTHQUAKES.  LANDSLIDES.
  • 36. FLOODS  The management of rainfall and resultant run-off is very important to control floods and found to depend on watersheds.  Due to floods, the plains have become silted with mud and sand that affect the cultivable lands, watershed management thus helps to reduce the rate and quantity of the sediment to be deposited.  The excess runoff from streams during monsoon can be controlled using techniques like check dams, percolation dams etc.  This results in mitigation of floods, recharge of ground water which can be used during times of drought.
  • 37. PERCOLATIO N POND
  • 38. EARTHQUAKES  While developing a watershed the zone of hazard in which the area falls must be kept in mind.  If lineaments such a folds, faults, joints etc. are more at a place (where watershed is to be developed) then the area is more earthquake prone  The structures developed must be earthquake resistant if the area is in a hazardous zone.
  • 39.
  • 40. EARTHQUAKE PREPARATION  The objective of earthquake engineering is to foresee the impact of earthquakes on buildings and other structures and to design such structures to minimize the risk of damage.  Existing structures can be modified by seismic retrofitting to improve their resistance to earthquakes.  Emergency management strategies can be employed by a government or organization to mitigate risks and prepare for consequences
  • 41. LANDSLIDES  A landslide is a geological phenomenon which includes a wide range of ground movement, such as rockfalls, deep failure of slopes and shallow debris flows.  Although the action of gravity is the primary driving force for a landslide to occur, there are other contributing factors affecting the original slope stability Typically, pre-conditional factors build up specific sub-surface conditions that make the area/slope prone to failure, whereas the actual landslide often requires a trigger before being released
  • 42. LANDSLIDE PREVENTION REDUCTION OF PORE WATER PRESSURE INCREASE SHEAR STRENGTH OF SLIDING SURFACE CONTROL WORK PREVENTION MECHANICAL OF SOIL COUNTER- EROSION MEASURES REFORM SLOPE PILE PREVENTIVE WORK ANCHOR
  • 43. WATERSHED AND DRAINAGE PATTERNS  The drainage patterns have effect on watershed development as they decide the type of sedimentation processes the quantity of sediments and water.  The drainage patterns also give idea of lithology and relief, eg. the development of dendritic to sub dendritic drainage in the watershed indicates the area of massive rock types, gently sloping to almost horizontal terrain and low relief  It has been suggested that the parallel drainage in Deccan Basalt terrain is initiated due to the step like nature of the Deccan traps which is joined by subsequent lateral ravines giving a sub-parallel pattern (Dhokarikar, 1991)
  • 44. SINCE EVERYONE IS A PART OF WATERSHED  Don’t pour toxic household chemicals down the drain; take them to a hazardous waste centre  Recycle yard waste in a compost pile & practice mulching.  Adopt your watershed.